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<br />:] o~ <br />f] TABLE 8,2A-BOLT DESIGN VALVES (Z) for SINGLE SHEAR (two member) CONNECTIONSI,2 <br />l for sawn lumber with both members otidentiall speci~ <br />rl ,-. mICKNBSS 0=0.67 0=0.55 0=0.50 0=0,49 0=0.46 ~!D <br /> ~! RED OAK MIXED MAPLB DOUGLAS fIR. DOUGLAS FIR. DOUGLAS FIR (S) <br /> ~I ~ffi O. SOU11fBRN P!N~ LARCH LARCH (N) HEM-PlR (N) <br /> J:Q <br /> (I)~ Q ,/""" <br />[] ~ D I~J~ ZsJ. Znu. I~J~ l..L ,iZw. ;'ZII Zu. Znu. I~~ Zu. Znu. I~J~ ZaJ. Znu. <br /> lm .. <br /> inches inches inches Ibs, Ibs. Ibs, :!Ibs. " Ibs, Ibs. Ibs. Ibs. Ibs. Ibs. Ibs, <br /> - <br /> 270 270 <br />[] ....-. 320 320 <br /> ..'- ..-....... <br /> ~ , 1-~/2:. 380 380 <br /> , <br /> " ....._..:'"...... 420 420 <br /> 480 480 <br />(] 340 330 <br /> 660 630 410 390 <br /> 2c 1/2 890 720 520 450 <br /> 960 800 550 .500 <br />fJ 1020 870 600 5 <br /> 480 ~60 340 380 <br /> 660 710 470 440 <br /> 890 800 520 500 <br />[] 960 890 550 540 <br /> 1020 910 600 600 <br /> 560 340 400 <br /> 760 410 490 <br />fl. 1-1I~ 900 520 .550 <br /> I(-"~ 990 550 600 <br /> " :3- I~.\ . 1080 600 660 <br /> . "'.' ,. ~'.: 460 4 <br />[)( 690 650 650 <br /> 3-1/2 850 800 800 ..'"~ <br /> \ 1040 980 980 (~ <br /> 1190 1110 lll0 i> <br />[ ) 590 470 560 <br /> 1-1/2 720 520 670 <br /> 790 550 730 <br /> 4-112:' 860 600 800 i <br /> . . <br />[ J 720 650 690 <br /> .; . 3~1/2 980 800 910 <br /> 1130 980 1050 <br /> 1250 1210 1170 <br />I] 0 5 0 <br /> l-1q.. 520 740 <br /> 550 860 <br /> 600 940 <br />[ I 850 loio 1540 970 <br /> 7/8 1040 1220 2060 1130 <br /> 1 1260 1340 2500 1250. <br /> 5/8 520 590 830 470 560 <br />U 1-1/2 3/4 560 780 1140 520 740 <br /> 7/8. 600 990 1520 550 950 <br /> 7-1/2 1 650 1240 1930 600 1 90 <br /> 518 690 720 1070 650 .690 <br />Il 3-1/2 3/4 850 1010 1540 800 970 <br /> ~7/8> 1040 1340 2060 980 1280 <br /> 1 1260 1510 2500 1210 1470 <br />11 1. Tabulated lateral design values (Z) for bolted connections shall be multiplied by all applicable adjustment factors <br /> (see Table 7.3.1). <br /> 2. Tabulated lateral design values (Z) are for "full diameter" bolts (see Reference 3) with a bending yield strength ~ <br />II '-. . (Fyb) of 45,000 psi. <br />I J 42 Bolts <br /> <br /> <br /> <br />